WO2019214195A1 - Floating sludge discharge device for square sedimentation tank - Google Patents

Floating sludge discharge device for square sedimentation tank Download PDF

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Publication number
WO2019214195A1
WO2019214195A1 PCT/CN2018/114471 CN2018114471W WO2019214195A1 WO 2019214195 A1 WO2019214195 A1 WO 2019214195A1 CN 2018114471 W CN2018114471 W CN 2018114471W WO 2019214195 A1 WO2019214195 A1 WO 2019214195A1
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Prior art keywords
water
floating mud
traction
double
scraper
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PCT/CN2018/114471
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French (fr)
Chinese (zh)
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许明
操家顺
沈晓笑
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河海大学
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Application filed by 河海大学 filed Critical 河海大学
Priority to AU2018319220A priority Critical patent/AU2018319220B2/en
Priority to US16/329,241 priority patent/US11117074B2/en
Publication of WO2019214195A1 publication Critical patent/WO2019214195A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/2433Discharge mechanisms for floating particles
    • B01D21/2438Discharge mechanisms for floating particles provided with scrapers on the liquid surface for removing floating particles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/2444Discharge mechanisms for the classified liquid

Definitions

  • the invention relates to a square sedimentation tank row floating mud device, belonging to the field of water treatment.
  • the surface of the secondary settling tank often causes floating mud due to denitrification or sludge aging.
  • the large and medium-sized sewage treatment plant in the city adopts a circular pool surface, and the scraping bridge rotates along the central axis to remove the floating mud, while the integrated sewage used in rural areas
  • the second sink surface of the treatment device is mostly square structure.
  • the scraping of the second sinking mud has always been a problem.
  • the floating mud of the second settling tank seriously affects the quality of the effluent.
  • the present invention proposes a square sedimentation tank row floating mud device, which is disposed below the liquid surface through the water outlet hole, and at the same time, the design of the traction barrel mechanism uses the secondary sedimentation water to change its overall gravity. Move the traction scraper up and down to move back and forth. The scraper of the scraper mechanism automatically extends into the bottom of the page and automatically lifts when returning.
  • the present invention provides a square sedimentation tank row floating mud device, which comprises a traction barrel mechanism, a scraping board mechanism, a traction weight, a perforated water permeable plate structure and a floating floating mud structure, wherein
  • the perforated water permeable plate structure is disposed around the inner wall of the square sedimentation tank, and the lower portion of the perforated water permeable plate structure is evenly provided with a drainage hole;
  • the scraper mechanism spans above the perforated drainage panel
  • the pulley blocks are respectively disposed on two sides of the square sedimentation tank, and the traction drum mechanism is connected with the traction rope A and passes through the pulley block on one side and is connected to the scraper mechanism;
  • the scraper mechanism is fixedly connected to the traction rope B and connected to the traction weight through the pulley group of the other side through the traction rope B, so that the traction drum mechanism and the traction weight are respectively disposed on two sides of the square sedimentation tank;
  • the row of floating mud structure is disposed on the side of the perforated water permeable plate structure near the traction drum mechanism, and the outlet water of the second settling tank flows into the traction barrel mechanism, and when the side weight of the traction barrel mechanism is greater than the traction weight, the water in the traction mechanism will The traction drum mechanism is discharged to realize the back and forth movement of the scraper mechanism, and the floating mud is scraped into the floating mud structure, and the sediment supernatant flows out through the perforated water-permeable plate structure in the drainage hole below the liquid surface.
  • the traction drum mechanism is composed of a spiral water pipe, a water storage bucket, a water stop ball, a ejector pin, a water receiving bucket, and a drain pipe; one end of the spiral water pipe is connected to an upper portion of the water storage bucket, and the other end extends to the perforated water permeable plate structure.
  • the bottom water of the second settling tank flows into the water storage tank through the spiral water pipe;
  • the bottom of the water storage tank is a conical bottom, and the bottom of the conical water is provided with a circular hole, and the diameter of the water stop ball is larger than the diameter of the circular hole and covers Above the circular hole;
  • the water receiving bucket is disposed below the water storage bucket, the drain pipe and the water receiving bucket are in communication with each other and disposed under the water receiving bucket;
  • the top pole is disposed in the middle of the bottom of the water receiving bucket and is connected with the water storage bucket The round hole at the bottom is facing right; the water from the second settling tank flows into the water storage tank through the spiral water pipe.
  • the drain pipe and the water receiving bucket are connected by a flange, and the top rod is in the middle of the water receiving funnel, and the circumference is a circular hole of the flange screw.
  • the perforated water permeable plate structure comprises a slanting vertical plate, a first vertical plate, a first vertical plate guide, a second vertical plate, a third vertical plate and a third vertical plate guide, wherein the inclined vertical plate, the first vertical plate and the second
  • the vertical plate and the third vertical plate sequentially surround the inner wall of the square sedimentation tank and are fixedly connected with the horizontal wall plate and the pool wall of the square sedimentation tank, and a uniformly distributed drainage hole is arranged at the lower part of each vertical plate, and the diameter is 6-10 mm.
  • a first vertical plate guide rail and a third vertical plate guide rail are respectively fixed on the first vertical plate and the third vertical plate, and the guide rails are square, which is favorable for bearing and facilitating movement of the scraping plate mechanism;
  • the scraping plate mechanism comprises a double-limit upper magnetic arm, a double-line sliding cylinder, a double-limit ejector, a scraping plate, a rotating sleeve, a fixed shaft and a double-limit hem arm, wherein:
  • the two-line row slide comprises two squares, which are respectively sleeved on the first vertical plate guide rail and the third vertical plate guide rail, and the two double-line row slide cylinders are fixedly connected by a fixed shaft, and the rotating sleeve is sleeved on On the fixed shaft, the two ends of the rotating sleeve are respectively fixed with a double-limit hem arm and a double-limit upper magnetic arm.
  • a scraper plate is arranged in the middle of the rotating sleeve, and the double-limit ejector is fixed on the wall of the tank and passes through the scraping mud.
  • the perforations provided on the surface of the plate pass through the scraping plate, and the magnetic arms on the double limit are shaped T-shaped structures, and magnets are respectively disposed at two ends of the T-shaped structure, and at the corresponding positions of the double-line sliding cylinders are also provided
  • the opposite polarity magnet; the double limit hem arm and the double limit upper magnetic arm are used to limit the position of the scraper, and the hem is at the starting end and is maintained until it moves to the floating mud guide and slowly rises.
  • the scraper In the starting position, the scraper is away from the side of the floating mud structure, and the double-limit ram is placed against the double-limit sway arm.
  • the double-limit upper magnetic arm sucks the corresponding magnet directly below, and the scraper rotates counterclockwise.
  • the sump floating mud structure comprises a floating mud guiding plate, a floating floating mud pipe and a floating floating mud trough, wherein the discharging floating mud trough is fixed above the drainage hole of the corresponding perforated permeable plate structure, and the upper edge of the floating floating mud trough is high
  • the design of the second settling tank is 2 ⁇ 3cm
  • the floating mud guide is sloping plate
  • one side is below the design liquid level
  • one side is fixed on the upper edge of the floating mud tank, guiding the floating mud into the floating mud tank, the floating mud due to The self-weight flows out into the mud storage tank through the floating mud pipe.
  • the inclined mud guide has an inclination angle of 30 to 45 degrees.
  • the pulley block comprises an outer wall weight side flat shaft fixed pulley, a water inlet side vertical shaft fixed pulley, a water outlet vertical shaft fixed pulley and an outer wall traction barrel side flat shaft fixed pulley, wherein the water inlet side vertical shaft fixed pulley and the water outlet vertical shaft fixed pulley are respectively fixed.
  • the outer wall weight side flat shaft fixed pulley and the outer wall traction barrel side flat shaft fixed pulley are respectively fixed on the outer wall of the square pool and above the perforated water permeable plate structure for pulling back and forth of the scraping board.
  • the square sedimentation tank floating mud device of the present invention has a simple structure and low energy consumption, and is automatically scraped as long as the secondary sedimentation tank enters the water, and is suitable for use in a container-type integrated sewage treatment device.
  • Figure 1 is a schematic view of the structure of the present invention, wherein the upper view is a side view, and the lower view is a top view;
  • FIG. 2 is a schematic structural view of a traction drum mechanism according to the present invention.
  • FIG. 3 is a schematic structural view of a perforated water permeable plate structure and a floating floating mud structure according to the present invention, the upper view is a side view, and the lower view is a top view;
  • Figure 4 is a plan view of the scraper mechanism of the present invention, the upper view is a side view, and the lower view is a plan view;
  • Figure 5 is a schematic view showing the operation of the scraper mechanism of the present invention.
  • Figure 6 is a diagram showing the positional relationship between the pulley block weight and the traction drum of the present invention.
  • Fig. 7 is a schematic view showing the principle of operation of the scraper of the present invention.
  • a square sedimentation tank row floating mud device comprises a traction barrel mechanism 1, a scraping plate mechanism 4, a traction weight 6, a perforated water permeable plate structure 7 and a floating floating mud structure 8, wherein the perforated water permeable plate
  • the structure 7 is disposed around the inner wall of the square sedimentation tank, and the lower portion of the perforated water-permeable plate structure 7 is uniformly provided with a drainage hole 7.1; the scraper mechanism 4 spans above the perforated drainage plate; the pulley block 3 is respectively disposed in the square sedimentation tank
  • the traction drum mechanism 1 is connected to the traction rope A2 and passes through the pulley block 3 on one side and is connected to the scraper mechanism;
  • the scraper mechanism 4 is fixedly connected to the traction rope B5 and passes through the traction rope B5 through the pulley block on the other side.
  • 3 is connected to the traction weight 6 such that the traction drum mechanism 1 and the traction weight 6 are respectively disposed on both sides of
  • the row of floating mud structure 8 is disposed on the side of the perforated water permeable plate structure 7 near the traction drum mechanism 1 , the effluent of the secondary settling tank flows into the traction drum mechanism 1 , and when the weight of the traction drum mechanism 1 side is greater than the traction weight 6 , the traction mechanism The effluent in 1 will discharge the traction drum mechanism 1, thereby realizing the back and forth movement of the scraper mechanism 4, and scraping the floating mud into the floating mud structure 8, and the sediment supernatant is drained below the liquid level through the perforated permeable plate structure 7. Hole 7.1 flows out.
  • the barrel mechanism 1 is composed of a spiral water pipe 1.1, a water storage tank 1.2, a water stop ball 1.3, a ejector pin 1.4, a water receiving bucket 1.5, and a drain pipe 1.6; one end of the spiral water pipe 1.1 and the upper part of the water storage tank 1.2 The other end extends to the bottom of the perforated water permeable plate structure 7, and the effluent of the secondary settling tank flows into the water storage tank 1.2 through the spiral water pipe 1.1; the bottom of the water storage tank has a conical bottom, and the bottom of the conical water is provided with a circular hole, and the water stop ball 1.3
  • the diameter is larger than the diameter of the circular hole and covers the upper side of the circular hole;
  • the water receiving bucket 1.5 is disposed below the water storage bucket, the drain pipe 1.6 and the water receiving bucket 1.5 communicate with each other and are disposed below the water receiving bucket 1.5;
  • the top rod 1.4 is set In the middle of the bottom of the water receiving bucket 1.5 and facing the circular hole
  • the water storage bucket 1.2 moves up quickly to achieve The slow speed of the scraper slow returning to the starting position, the frequency of the upper and lower movement of the water storage tank 1.2 depends on the flow rate of the spiral water pipe 1.1.
  • the drain pipe 1.6 and the water receiving bucket 1.5 are connected by a flange, and the ejector pin 1.4 is in the middle of the water receiving funnel 1.5, and is surrounded by a flange screw circular hole.
  • the perforated permeable plate structure 7 comprises a slanting plate 7.2, a first vertical plate 7.3, a first vertical plate guide 7.4, a second vertical plate 7.5, a third vertical plate 7.6 and a third vertical plate guide 7.7, wherein the slanting plate 7.2, the first A vertical plate 7.3, a second vertical plate 7.5, and a third vertical plate 7.6 sequentially surround the inner wall of the square sedimentation tank and are fixedly connected by the horizontal plate to the pool wall of the square sedimentation tank, and are evenly distributed in the lower part of each vertical plate.
  • the drainage hole 7.1 has a diameter of 6-10 mm, and a first vertical plate guide 7.4 and a third vertical plate guide 7.7 are respectively fixed on the first vertical plate 7.3 and the third vertical plate 7.6, and the guide rails are square, which is favorable for bearing and convenient.
  • the scraper mechanism 4 moves;
  • the scraper mechanism 4 includes a double-limit upper magnetic arm 4.1, a double-line sliding cylinder 4.2, a double-limit ram 4.3, a scraper 4.4, a rotating sleeve 4.5, a fixed shaft 4.6, and a double-limit sway arm 4.7, wherein :
  • the double-line row slide 4.2 includes two squares, which are respectively sleeved on the first vertical plate guide 7.4 and the third vertical plate guide 7.7, and the two double-line row slides 4.2 are fixedly connected by a fixed shaft 4.6, and the rotating sleeve is
  • the sleeve 4.5 is set on the fixed shaft 4.6, and the two ends of the rotating sleeve 4.5 are respectively fixed with a double limit hem arm 4.7 and a double limit upper magnetic arm 4.1.
  • the middle of the rotating sleeve 4.5 is provided with a scraper 4.4, double limit top
  • the rod 4.6 is fixed on the wall of the tank and passes through the scraper 4.4 through the perforation provided on the surface of the scraper 4.4.
  • the double-restricted upper arm 4.1 is a special-shaped T-shaped structure, and magnets are respectively disposed at both ends of the T-shaped structure, and at the same time
  • the opposite polarity position of the double-line row slider is also provided with magnets of opposite polarity;
  • the double-limit lower swing arm and the double-limit upper magnetic arm are used to limit the position of the scraper, and the starting end is hem and held until moving. It is only slowly lifted up to the floating mud guide. When it is in the direction of the double limit ejector, the scraper is lifted and held. When the double limit ram is reached, the scraper is pressed down to the hem and kept;
  • the scraper In the starting position, the scraper is away from the side of the floating mud structure 8, the double-limit ram 4.3 is placed against the double-limit sway arm 4.7, and the double-limit upper arm 4.1 sucks the corresponding magnet directly below, scraping the mud
  • the plate 4.4 rotates counterclockwise, the protruding end of the scraping plate enters below the liquid surface, and when the water storage tank 1.2 moves slowly downward, the traction scraping plate 4.4 scrapes the floating mud to the side of the floating mud structure 8 and approaches the floating mud guiding plate.
  • the scraper 4.4 transports the floating mud to the floating mud guide 8.1, forcing the floating mud to enter the floating mud tank 8.3, while the inclined floating mud guide 8.1 lifts the scraper 4.4, the scraper 4.4 clockwise Rotating, forcing the rotating sleeve 4.5 and the double-limit upper magnetic arm 4.1 to rotate clockwise.
  • the scraping plate 4.4 is just on the upper side of the floating floating tank, the magnet and the double-line sliding of the other end of the magnetic arm 4.1 on the double limit position The corresponding magnet of the tube is sucked.
  • the protruding end of the scraping plate is 2 ⁇ 3cm away from the design page; the water in the water storage tank 1.2 is drained, the traction bucket double weight 6 is quickly moved upward, and the scraping board mechanism 4 is quickly discharged from the row.
  • the floating mud tank 8.3 floats back and returns to the other end.
  • the double limit ejector 4.3 withstands the double limit hem arm 4.7, and the scraper mechanism returns to the beginning. Home.
  • the floating mud structure 8 comprises a floating mud guiding plate 8.1, a floating floating mud pipe 8.2 and a floating floating mud groove 8.3, and the floating floating mud groove 8.3 is fixed above the drainage hole of the corresponding perforated water-permeable plate structure 7, and is arranged on the floating mud groove 8.3.
  • the liquid surface is designed to be 2 ⁇ 3cm higher than the secondary sedimentation tank, and the floating mud guide 8.1 is inclined. The inclined angle is 30 ⁇ 45 degrees.
  • One side is below the design liquid level, and one side is fixed on the upper side of the floating mud tank 8.3.
  • the floating mud enters the floating mud tank 8.3, and the floating mud flows out into the mud storage tank due to its own weight through the discharge floating mud pipe 8.2.
  • the pulley block 3 includes an outer wall weight side flat shaft fixed pulley 3.1, a water inlet side vertical shaft fixed pulley 3.2, a water outlet vertical shaft fixed pulley 3.3, and an outer wall traction drum side flat shaft fixed pulley 3.4, wherein the water inlet side vertical shaft set
  • the pulley 3.2 and the outlet vertical fixed pulley 3.3 are respectively fixed at an upper middle position of the inclined vertical plate 7.2 and the second vertical plate 7.5 to ensure that the traction rope pulls the fixed shaft center position for controlling the traction rope at the center of the pool body plane.
  • the outer wall weight side flat shaft fixed pulley 3.1 and the outer wall traction drum side flat shaft fixed pulley 3.4 are respectively fixed on the outer wall of the square pool and in the perforated water permeable plate structure 7 Above, used to pull back and forth of the scraper.
  • the secondary settling tank When the secondary settling tank has water, the effluent enters the water storage tank 1.2, and the liquid in the water storage tank 1.2 gradually increases.
  • the water storage tank 1.2 pulls the scraping board 4.4 slowly. Slowly move to the side of the floating mud tank 8.3, close to the floating mud tank 8.3, the floating mud guide 8.1 jacks up the scraper 4.4, the scraper 4.4 lifts up, drives the double-limit upper magnetic arm 4.1 to rotate, close to the lower magnet The suction is fixed and the scraping process is completed.
  • the scraper 4.4 is in the raised state, the floating mud is scraped into the floating mud tank 8.3, the water stop ball 1.3 of the water storage tank 1.2 has been opened, and the liquid quickly leaks to the water receiving bucket.
  • the traction force of one side of the traction drum mechanism 1 is exactly equal to the traction force of the weight 6 side.
  • the water stop ball 1.3 When the water stop ball 1.3 is pushed open, the weight of one side of the traction drum mechanism 1 is gradually reduced to less than the weight of one side of the weight object 6, the water storage tank 1.2 is ready to move upward, and the vertical long rod is still in a state of being opened by the round ball. The liquid continues to leak quickly, and the water storage tank 1.2 continues to lose the weight of the liquid quickly until it is emptied.
  • the scraper 4.4 is quickly pulled by the weight 6 to the vicinity of the starting position, and is fixed to the wall of the second settling wall when approaching the inclined plate 7.2.

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Removal Of Floating Material (AREA)

Abstract

Disclosed is a floating sludge discharge device for a square sedimentation tank. A water outlet hole is provided below a liquid surface, and a pulling bucket mechanism (1) is designed to change its overall gravity through outlet water of a secondary sedimentation tank so as to move up and down to pull a sludge-scraping plate (4.4) to move back and forth; and a protruding end of the sludge-scraping plate (4.4) of a sludge-scraping plate mechanism (4) automatically goes deep below the surface of the liquid and is automatically lifted when returning.

Description

一种方形沉淀池排浮泥装置Square sedimentation tank row floating mud device 技术领域Technical field
本发明涉及一种方形沉淀池排浮泥装置,属于水处理领域。The invention relates to a square sedimentation tank row floating mud device, belonging to the field of water treatment.
背景技术Background technique
二沉池表面常常因为反硝化或污泥老化导致浮泥,城市的大中型污水处理厂采用圆形池面,刮泥桥沿着中心轴转动进行浮泥刮除,而农村使用的一体化污水处理装置二沉池面多为方形结构,二沉浮泥刮出一直是个难题,二沉池浮泥严重影响出水水质。The surface of the secondary settling tank often causes floating mud due to denitrification or sludge aging. The large and medium-sized sewage treatment plant in the city adopts a circular pool surface, and the scraping bridge rotates along the central axis to remove the floating mud, while the integrated sewage used in rural areas The second sink surface of the treatment device is mostly square structure. The scraping of the second sinking mud has always been a problem. The floating mud of the second settling tank seriously affects the quality of the effluent.
发明内容Summary of the invention
发明目的:为解决现有技术中存在的技术问题,本发明提出一种方形沉淀池排浮泥装置,通过出水孔设置在液面以下,同时设计牵引桶机构利用二沉出水改变自身整体重力,上下移动牵引刮泥板来回移动,刮泥板机构刮泥板伸出端自动深入页面下,返回时自动抬起。OBJECT OF THE INVENTION In order to solve the technical problems existing in the prior art, the present invention proposes a square sedimentation tank row floating mud device, which is disposed below the liquid surface through the water outlet hole, and at the same time, the design of the traction barrel mechanism uses the secondary sedimentation water to change its overall gravity. Move the traction scraper up and down to move back and forth. The scraper of the scraper mechanism automatically extends into the bottom of the page and automatically lifts when returning.
技术方案:为实现上述技术目的,本发明提出了一种方形沉淀池排浮泥装置,包括牵引桶机构、刮泥板机构、牵引重物、穿孔透水板结构和排浮泥结构,其中,Technical Solution: In order to achieve the above technical object, the present invention provides a square sedimentation tank row floating mud device, which comprises a traction barrel mechanism, a scraping board mechanism, a traction weight, a perforated water permeable plate structure and a floating floating mud structure, wherein
所述穿孔透水板结构环绕设置于方形沉淀池的内壁,穿孔透水板结构的下部均匀设置有排水孔;The perforated water permeable plate structure is disposed around the inner wall of the square sedimentation tank, and the lower portion of the perforated water permeable plate structure is evenly provided with a drainage hole;
所述刮泥板机构横跨于所述穿孔排水板的上方;The scraper mechanism spans above the perforated drainage panel;
所述滑轮组分别设置于方形沉淀池的两侧,所述牵引桶机构与牵引绳A连接并穿过一侧的滑轮组后与刮泥板机构相连;The pulley blocks are respectively disposed on two sides of the square sedimentation tank, and the traction drum mechanism is connected with the traction rope A and passes through the pulley block on one side and is connected to the scraper mechanism;
所述刮泥板机构固定连接牵引绳B并通过牵引绳B穿过另一侧的滑轮组与牵引重物相连,从而使所述牵引桶机构和牵引重物分别设置于方形沉淀池的两侧;The scraper mechanism is fixedly connected to the traction rope B and connected to the traction weight through the pulley group of the other side through the traction rope B, so that the traction drum mechanism and the traction weight are respectively disposed on two sides of the square sedimentation tank;
所述排浮泥结构设置于穿孔透水板结构靠近牵引桶机构侧,二沉池的出水流入所述牵引桶机构,且当牵引桶机构侧重量大于牵引重物时,牵引通机构中的出水将排出牵引桶机构,从而实现刮泥板机构的来回移动,并将浮泥刮入排浮泥结构,沉淀上清液通过穿孔透水板结构在液面以下的排水孔流出。The row of floating mud structure is disposed on the side of the perforated water permeable plate structure near the traction drum mechanism, and the outlet water of the second settling tank flows into the traction barrel mechanism, and when the side weight of the traction barrel mechanism is greater than the traction weight, the water in the traction mechanism will The traction drum mechanism is discharged to realize the back and forth movement of the scraper mechanism, and the floating mud is scraped into the floating mud structure, and the sediment supernatant flows out through the perforated water-permeable plate structure in the drainage hole below the liquid surface.
具体地,所述的牵引桶机构由盘旋水管、储水桶、止水球、顶杆、接水斗、排水管组成;所述盘旋水管一端与储水桶的上部连接,另一端延伸至穿孔透水板结构的底部,二沉池的出水通过所述盘旋水管流入到储水桶中;所述储水桶的底 部为锥形底,锥形底部设置有圆孔,止水球的直径大于圆孔的直径并覆盖于圆孔的上方;所述接水斗设置于储水桶的下方,排水管与接水斗相互连通并设置于接水斗的下方;所述顶杆设置于接水斗底部的中间且与储水桶底部的圆孔正对;二沉池的出水通过盘旋水管流入到储水桶中,当储水桶一侧重量大于牵引重物时,储水桶往下移动,直至顶杆将止水球顶开,储水桶内的水迅速排入到接水斗中,通过排水管排入污水处理工艺前端的调节池中,储水桶迅速往上移动,实现刮泥板慢速刮泥快速返回到起始位置的动作,储水桶上下移动频率取决于盘旋水管的流量。Specifically, the traction drum mechanism is composed of a spiral water pipe, a water storage bucket, a water stop ball, a ejector pin, a water receiving bucket, and a drain pipe; one end of the spiral water pipe is connected to an upper portion of the water storage bucket, and the other end extends to the perforated water permeable plate structure. The bottom water of the second settling tank flows into the water storage tank through the spiral water pipe; the bottom of the water storage tank is a conical bottom, and the bottom of the conical water is provided with a circular hole, and the diameter of the water stop ball is larger than the diameter of the circular hole and covers Above the circular hole; the water receiving bucket is disposed below the water storage bucket, the drain pipe and the water receiving bucket are in communication with each other and disposed under the water receiving bucket; the top pole is disposed in the middle of the bottom of the water receiving bucket and is connected with the water storage bucket The round hole at the bottom is facing right; the water from the second settling tank flows into the water storage tank through the spiral water pipe. When the weight of one side of the water storage tank is greater than the weight of the traction, the water storage bucket moves downward until the top rod will open the water stop ball, and the water storage bucket The water inside is quickly discharged into the water receiving bucket, discharged into the regulating tank at the front end of the sewage treatment process through the drain pipe, and the water storage bucket is quickly moved upward to realize the action of quickly returning the scraping mud to the starting position by the slow scraping mud. Water storage The frequency at which the bucket moves up and down depends on the flow of the spiral water pipe.
其中,所述排水管与接水斗之间由法兰连接,顶杆在接水漏斗中间,四周是法兰螺丝圆孔。Wherein, the drain pipe and the water receiving bucket are connected by a flange, and the top rod is in the middle of the water receiving funnel, and the circumference is a circular hole of the flange screw.
所述穿孔透水板结构包括斜立板、第一立板、第一立板导轨、第二立板、第三立板和第三立板导轨,其中斜立板、第一立板、第二立板、第三立板依次环绕方形沉淀池的内壁并由水平方向的平板与方形沉淀池的池壁固定相连,在每块立板的下部设置有均匀分布的排水孔,直径为6~10mm,在第一立板和第三立板上方分别固定有第一立板导轨和第三立板导轨,导轨均为方形,利于承重和便于刮泥板机构移动;The perforated water permeable plate structure comprises a slanting vertical plate, a first vertical plate, a first vertical plate guide, a second vertical plate, a third vertical plate and a third vertical plate guide, wherein the inclined vertical plate, the first vertical plate and the second The vertical plate and the third vertical plate sequentially surround the inner wall of the square sedimentation tank and are fixedly connected with the horizontal wall plate and the pool wall of the square sedimentation tank, and a uniformly distributed drainage hole is arranged at the lower part of each vertical plate, and the diameter is 6-10 mm. A first vertical plate guide rail and a third vertical plate guide rail are respectively fixed on the first vertical plate and the third vertical plate, and the guide rails are square, which is favorable for bearing and facilitating movement of the scraping plate mechanism;
所述的刮泥板机构包括双限位上磁臂、双线行滑筒、双限位顶杆、刮泥板、转动套筒、定轴和双限位下摆臂,其中:The scraping plate mechanism comprises a double-limit upper magnetic arm, a double-line sliding cylinder, a double-limit ejector, a scraping plate, a rotating sleeve, a fixed shaft and a double-limit hem arm, wherein:
所述双线行滑筒包括两个,为方形,分别套在第一立板导轨和第三立板导轨上,两个双线行滑筒之间由定轴固定连接,转动套筒套在定轴上,转动套筒两端分别固定有双限位下摆臂和双限位上磁臂,转动套筒的中间设置有刮泥板,双限位顶杆固定在池壁上并通过刮泥板表面设置的穿孔穿过刮泥板,所述双限位上磁臂为异形T型结构,在T型结构的两端分别设置有磁铁,同时在双线行滑筒的对应位置也设置有极性相反的磁铁;双限位下摆臂和双限位上磁臂用于限刮泥板的位置,在起始端为下摆状态并保持,直到移动到浮泥导板才慢慢抬起,在往双限位顶杆方向时时,刮泥板抬起状态并保持,到双限位顶杆时,刮泥板被下压为下摆状态并保持;The two-line row slide comprises two squares, which are respectively sleeved on the first vertical plate guide rail and the third vertical plate guide rail, and the two double-line row slide cylinders are fixedly connected by a fixed shaft, and the rotating sleeve is sleeved on On the fixed shaft, the two ends of the rotating sleeve are respectively fixed with a double-limit hem arm and a double-limit upper magnetic arm. A scraper plate is arranged in the middle of the rotating sleeve, and the double-limit ejector is fixed on the wall of the tank and passes through the scraping mud. The perforations provided on the surface of the plate pass through the scraping plate, and the magnetic arms on the double limit are shaped T-shaped structures, and magnets are respectively disposed at two ends of the T-shaped structure, and at the corresponding positions of the double-line sliding cylinders are also provided The opposite polarity magnet; the double limit hem arm and the double limit upper magnetic arm are used to limit the position of the scraper, and the hem is at the starting end and is maintained until it moves to the floating mud guide and slowly rises. When the direction of the double limit ejector is at the same time, the scraper is raised and maintained, and when the double limit ejector is reached, the scraper is pressed down to the hem state and maintained;
在起始位置,刮泥板在远离排浮泥结构一侧,双限位顶杆顶住双限位下摆臂,双限位上磁臂吸住正下方对应的磁铁,刮泥板逆时针转动,刮泥板伸出端进入液 面以下,储水桶慢慢往下移动时,牵引刮泥板将浮泥往排浮泥结构一侧刮送,接近浮泥导板时,刮泥板将浮泥输送到浮泥导板上,迫使浮泥进入排浮泥槽,同时倾斜向上的浮泥导板将刮泥板抬起,刮泥板顺时针转动,迫使转动套筒和双限位上磁臂顺时针转动,在刮泥板刚好在排浮泥槽上沿时,双限位上磁臂另一头的磁铁与双线行滑筒对应的磁铁相吸,此时刮泥板伸出端离设计页面2~3cm;储水桶内的水排空,储水桶倍重物牵引迅速上移,刮泥板机构迅速从排浮泥槽上浮返回,到达另一端时,双限位顶杆顶住双限位下摆臂,刮泥板机构恢复到起始位置。In the starting position, the scraper is away from the side of the floating mud structure, and the double-limit ram is placed against the double-limit sway arm. The double-limit upper magnetic arm sucks the corresponding magnet directly below, and the scraper rotates counterclockwise. The protruding end of the scraping board enters below the liquid level, and when the water storage bucket moves slowly downward, the pulling scraping board scrapes the floating mud to the side of the floating mud structure, and when the floating mud guiding plate is approached, the scraping board will float the mud Delivered to the floating mud guide, forcing the floating mud into the floating mud tank, while the inclined floating mud guide lifts the scraper, the scraper rotates clockwise, forcing the rotating sleeve and the double-limit upper arm clockwise Rotating, when the scraper is just on the edge of the floating mud tank, the magnet on the other end of the double-limit upper magnetic arm is sucked by the magnet corresponding to the double-line row slide, and the scraping plate extends out from the design page 2 ~3cm; the water in the water storage tank is drained, the traction of the water storage bucket is quickly moved upwards, and the scraping board mechanism quickly floats back from the floating mud tank. When reaching the other end, the double limit ejector rods against the double limit hem The arm, the scraper mechanism returns to the starting position.
所述的排浮泥结构包括浮泥导板、排浮泥管和排浮泥槽,所述排浮泥槽固定在对应的穿孔透水板结构的排水孔的上方,排浮泥槽的上沿高出二沉池设计液面2~3cm,浮泥导板为斜板,一侧在设计液面以下,一侧固定在排浮泥槽上沿上,引导浮泥进入排浮泥槽,浮泥由于自重经过排浮泥管流出进入储泥池。The sump floating mud structure comprises a floating mud guiding plate, a floating floating mud pipe and a floating floating mud trough, wherein the discharging floating mud trough is fixed above the drainage hole of the corresponding perforated permeable plate structure, and the upper edge of the floating floating mud trough is high The design of the second settling tank is 2~3cm, the floating mud guide is sloping plate, one side is below the design liquid level, and one side is fixed on the upper edge of the floating mud tank, guiding the floating mud into the floating mud tank, the floating mud due to The self-weight flows out into the mud storage tank through the floating mud pipe.
其中,所述浮泥导板的倾斜角度30~45度。Wherein, the inclined mud guide has an inclination angle of 30 to 45 degrees.
所述的滑轮组包括外壁重物侧平轴定滑轮、进水侧立轴定滑轮、出水立轴定滑轮和外壁牵引桶侧平轴定滑轮,其中,进水侧立轴定滑轮、出水立轴定滑轮分别固定在斜立板和第二立板的上方中间位置,以确保牵引绳牵引定轴中心位置,用于将牵引绳控制在池体平面的中心位置,保证牵引绳在轴上的固定点为轴的中心位置;外壁重物侧平轴定滑轮和外壁牵引桶侧平轴定滑轮分别固定于方形池的外壁上且在穿孔透水板结构的上方,用于牵引刮泥板的来回运动。The pulley block comprises an outer wall weight side flat shaft fixed pulley, a water inlet side vertical shaft fixed pulley, a water outlet vertical shaft fixed pulley and an outer wall traction barrel side flat shaft fixed pulley, wherein the water inlet side vertical shaft fixed pulley and the water outlet vertical shaft fixed pulley are respectively fixed. In the upper middle position of the inclined vertical plate and the second vertical plate, to ensure that the traction rope pulls the center position of the fixed shaft, and is used for controlling the traction rope at the center position of the plane of the pool body, and ensuring that the fixed point of the traction rope on the shaft is the shaft. The center position; the outer wall weight side flat shaft fixed pulley and the outer wall traction barrel side flat shaft fixed pulley are respectively fixed on the outer wall of the square pool and above the perforated water permeable plate structure for pulling back and forth of the scraping board.
有益效果:与现有技术相比,本发明的方形沉淀池排浮泥装置装置结构简单,耗能少,只要二沉池进水就会自动刮泥,适合集装箱式一体化污水处理装置使用。Advantageous Effects: Compared with the prior art, the square sedimentation tank floating mud device of the present invention has a simple structure and low energy consumption, and is automatically scraped as long as the secondary sedimentation tank enters the water, and is suitable for use in a container-type integrated sewage treatment device.
附图说明DRAWINGS
图1是本发明的结构示意图,其中,上图为侧视图,下图为俯视图;Figure 1 is a schematic view of the structure of the present invention, wherein the upper view is a side view, and the lower view is a top view;
图2是本发明所述牵引桶机构的结构示意图;2 is a schematic structural view of a traction drum mechanism according to the present invention;
图3是本发明所述穿孔透水板结构和排浮泥结构的结构示意图,上图为侧视图,下图为俯视图;3 is a schematic structural view of a perforated water permeable plate structure and a floating floating mud structure according to the present invention, the upper view is a side view, and the lower view is a top view;
图4是本发明的刮泥板机构平面示意图,上图为侧视图,下图为俯视图;Figure 4 is a plan view of the scraper mechanism of the present invention, the upper view is a side view, and the lower view is a plan view;
图5是本发明的刮泥板机构动作示意图;Figure 5 is a schematic view showing the operation of the scraper mechanism of the present invention;
图6是本发明的滑轮组重物和牵引桶位置关系图;Figure 6 is a diagram showing the positional relationship between the pulley block weight and the traction drum of the present invention;
图7是本发明的刮泥板动作原理示意图。Fig. 7 is a schematic view showing the principle of operation of the scraper of the present invention.
具体实施方式detailed description
下面结合具体附图对本发明作进一步说明。The invention will now be further described with reference to the specific drawings.
如图1所示,一种方形沉淀池排浮泥装置,包括牵引桶机构1、刮泥板机构4、牵引重物6、穿孔透水板结构7和排浮泥结构8,其中,穿孔透水板结构7环绕设置于方形沉淀池的内壁,穿孔透水板结构7的下部均匀设置有排水孔7.1;刮泥板机构4横跨于所述穿孔排水板的上方;滑轮组3分别设置于方形沉淀池的两侧,牵引桶机构1与牵引绳A2连接并穿过一侧的滑轮组3后与刮泥板机构相连;刮泥板机构4固定连接牵引绳B5并通过牵引绳B5穿过另一侧的滑轮组3与牵引重物6相连,从而使所述牵引桶机构1和牵引重物6分别设置于方形沉淀池的两侧。As shown in Fig. 1, a square sedimentation tank row floating mud device comprises a traction barrel mechanism 1, a scraping plate mechanism 4, a traction weight 6, a perforated water permeable plate structure 7 and a floating floating mud structure 8, wherein the perforated water permeable plate The structure 7 is disposed around the inner wall of the square sedimentation tank, and the lower portion of the perforated water-permeable plate structure 7 is uniformly provided with a drainage hole 7.1; the scraper mechanism 4 spans above the perforated drainage plate; the pulley block 3 is respectively disposed in the square sedimentation tank On both sides, the traction drum mechanism 1 is connected to the traction rope A2 and passes through the pulley block 3 on one side and is connected to the scraper mechanism; the scraper mechanism 4 is fixedly connected to the traction rope B5 and passes through the traction rope B5 through the pulley block on the other side. 3 is connected to the traction weight 6 such that the traction drum mechanism 1 and the traction weight 6 are respectively disposed on both sides of the square sedimentation tank.
排浮泥结构8设置于穿孔透水板结构7靠近牵引桶机构1侧,二沉池的出水流入所述牵引桶机构1,且当牵引桶机构1侧重量大于牵引重物6时,牵引通机构1中的出水将排出牵引桶机构1,从而实现刮泥板机构4的来回移动,并将浮泥刮入排浮泥结构8,沉淀上清液通过穿孔透水板结构7在液面以下的排水孔7.1流出。The row of floating mud structure 8 is disposed on the side of the perforated water permeable plate structure 7 near the traction drum mechanism 1 , the effluent of the secondary settling tank flows into the traction drum mechanism 1 , and when the weight of the traction drum mechanism 1 side is greater than the traction weight 6 , the traction mechanism The effluent in 1 will discharge the traction drum mechanism 1, thereby realizing the back and forth movement of the scraper mechanism 4, and scraping the floating mud into the floating mud structure 8, and the sediment supernatant is drained below the liquid level through the perforated permeable plate structure 7. Hole 7.1 flows out.
具体地,如图2所示,引桶机构1由盘旋水管1.1、储水桶1.2、止水球1.3、顶杆1.4、接水斗1.5、排水管1.6组成;盘旋水管1.1一端与储水桶1.2的上部连接,另一端延伸至穿孔透水板结构7的底部,二沉池的出水通过盘旋水管1.1流入到储水桶1.2中;储水桶的底部为锥形底,锥形底部设置有圆孔,止水球1.3的直径大于圆孔的直径并覆盖于圆孔的上方;接水斗1.5设置于储水桶的下方,排水管1.6与接水斗1.5相互连通并设置于接水斗1.5的下方;顶杆1.4设置于接水斗1.5底部的中间且与储水桶1.2底部的圆孔正对;二沉池的出水通过盘旋水管1.1流入到储水桶1.2中,当储水桶1.2一侧重量大于牵引重物6时,储水桶1.2慢慢往下移动,直至顶杆1.4将止水球1.3顶开,储水桶1.2内的水迅速排入到接水斗1.5中,通过排水管1.6排入污水处理工艺前端的调节池中,储水桶1.2迅速往上移动,实现刮泥板慢速刮泥快速返回到起始位置的动作,储水桶1.2上下移动频率取决于盘旋水管1.1的流量。其中,排水管1.6与接水斗1.5之间由法兰连接,顶杆1.4在接水漏斗1.5中间,四周是法兰螺丝圆孔。Specifically, as shown in FIG. 2, the barrel mechanism 1 is composed of a spiral water pipe 1.1, a water storage tank 1.2, a water stop ball 1.3, a ejector pin 1.4, a water receiving bucket 1.5, and a drain pipe 1.6; one end of the spiral water pipe 1.1 and the upper part of the water storage tank 1.2 The other end extends to the bottom of the perforated water permeable plate structure 7, and the effluent of the secondary settling tank flows into the water storage tank 1.2 through the spiral water pipe 1.1; the bottom of the water storage tank has a conical bottom, and the bottom of the conical water is provided with a circular hole, and the water stop ball 1.3 The diameter is larger than the diameter of the circular hole and covers the upper side of the circular hole; the water receiving bucket 1.5 is disposed below the water storage bucket, the drain pipe 1.6 and the water receiving bucket 1.5 communicate with each other and are disposed below the water receiving bucket 1.5; the top rod 1.4 is set In the middle of the bottom of the water receiving bucket 1.5 and facing the circular hole at the bottom of the water storage tank 1.2; the water of the secondary sedimentation tank flows into the water storage tank 1.2 through the spiral water pipe 1.1, when the weight of the storage tank 1.2 side is greater than the traction weight 6 The water storage tank 1.2 is slowly moved downward until the ejector pin 1.4 opens the water stop ball 1.3, and the water in the water storage tank 1.2 is quickly discharged into the water receiving bucket 1.5, and discharged into the regulating tank at the front end of the sewage treatment process through the drain pipe 1.6. The water storage bucket 1.2 moves up quickly to achieve The slow speed of the scraper slow returning to the starting position, the frequency of the upper and lower movement of the water storage tank 1.2 depends on the flow rate of the spiral water pipe 1.1. Wherein, the drain pipe 1.6 and the water receiving bucket 1.5 are connected by a flange, and the ejector pin 1.4 is in the middle of the water receiving funnel 1.5, and is surrounded by a flange screw circular hole.
穿孔透水板结构7包括斜立板7.2、第一立板7.3、第一立板导轨7.4、第二立板7.5、第三立板7.6和第三立板导轨7.7,其中斜立板7.2、第一立板7.3、第二立板7.5、第三立板7.6依次环绕方形沉淀池的内壁并由水平方向的平板与方 形沉淀池的池壁固定相连,在每块立板的下部设置有均匀分布的排水孔7.1,直径为6~10mm,在第一立板7.3和第三立板7.6上方分别固定有第一立板导轨7.4和第三立板导轨7.7,导轨均为方形,利于承重和便于刮泥板机构4移动;The perforated permeable plate structure 7 comprises a slanting plate 7.2, a first vertical plate 7.3, a first vertical plate guide 7.4, a second vertical plate 7.5, a third vertical plate 7.6 and a third vertical plate guide 7.7, wherein the slanting plate 7.2, the first A vertical plate 7.3, a second vertical plate 7.5, and a third vertical plate 7.6 sequentially surround the inner wall of the square sedimentation tank and are fixedly connected by the horizontal plate to the pool wall of the square sedimentation tank, and are evenly distributed in the lower part of each vertical plate. The drainage hole 7.1 has a diameter of 6-10 mm, and a first vertical plate guide 7.4 and a third vertical plate guide 7.7 are respectively fixed on the first vertical plate 7.3 and the third vertical plate 7.6, and the guide rails are square, which is favorable for bearing and convenient. The scraper mechanism 4 moves;
刮泥板机构4包括双限位上磁臂4.1、双线行滑筒4.2、双限位顶杆4.3、刮泥板4.4、转动套筒4.5、定轴4.6和双限位下摆臂4.7,其中:The scraper mechanism 4 includes a double-limit upper magnetic arm 4.1, a double-line sliding cylinder 4.2, a double-limit ram 4.3, a scraper 4.4, a rotating sleeve 4.5, a fixed shaft 4.6, and a double-limit sway arm 4.7, wherein :
双线行滑筒4.2包括两个,为方形,分别套在第一立板导轨7.4和第三立板导轨7.7上,两个双线行滑筒4.2之间由定轴4.6固定连接,转动套筒4.5套在定轴4.6上,转动套筒4.5两端分别固定有双限位下摆臂4.7和双限位上磁臂4.1,转动套筒4.5的中间设置有刮泥板4.4,双限位顶杆4.6固定在池壁上并通过刮泥板4.4表面设置的穿孔穿过刮泥板4.4,双限位上磁臂4.1为异形T型结构,在T型结构的两端分别设置有磁铁,同时在双线行滑筒的对应位置也设置有极性相反的磁铁;双限位下摆臂和双限位上磁臂用于限刮泥板的位置,在起始端为下摆状态并保持,直到移动到浮泥导板才慢慢抬起,在往双限位顶杆方向时时,刮泥板抬起状态并保持,到双限位顶杆时,刮泥板被下压为下摆状态并保持;The double-line row slide 4.2 includes two squares, which are respectively sleeved on the first vertical plate guide 7.4 and the third vertical plate guide 7.7, and the two double-line row slides 4.2 are fixedly connected by a fixed shaft 4.6, and the rotating sleeve is The sleeve 4.5 is set on the fixed shaft 4.6, and the two ends of the rotating sleeve 4.5 are respectively fixed with a double limit hem arm 4.7 and a double limit upper magnetic arm 4.1. The middle of the rotating sleeve 4.5 is provided with a scraper 4.4, double limit top The rod 4.6 is fixed on the wall of the tank and passes through the scraper 4.4 through the perforation provided on the surface of the scraper 4.4. The double-restricted upper arm 4.1 is a special-shaped T-shaped structure, and magnets are respectively disposed at both ends of the T-shaped structure, and at the same time The opposite polarity position of the double-line row slider is also provided with magnets of opposite polarity; the double-limit lower swing arm and the double-limit upper magnetic arm are used to limit the position of the scraper, and the starting end is hem and held until moving. It is only slowly lifted up to the floating mud guide. When it is in the direction of the double limit ejector, the scraper is lifted and held. When the double limit ram is reached, the scraper is pressed down to the hem and kept;
在起始位置,刮泥板在远离排浮泥结构8一侧,双限位顶杆4.3顶住双限位下摆臂4.7,双限位上磁臂4.1吸住正下方对应的磁铁,刮泥板4.4逆时针转动,刮泥板伸出端进入液面以下,储水桶1.2慢慢往下移动时,牵引刮泥板4.4将浮泥往排浮泥结构8一侧刮送,接近浮泥导板8.1时,刮泥板4.4将浮泥输送到浮泥导板8.1上,迫使浮泥进入排浮泥槽8.3,同时倾斜向上的浮泥导板8.1将刮泥板4.4抬起,刮泥板4.4顺时针转动,迫使转动套筒4.5和双限位上磁臂4.1顺时针转动,在刮泥板4.4刚好在排浮泥槽上沿时,双限位上磁臂4.1另一头的磁铁与双线行滑筒对应的磁铁相吸,此时刮泥板伸出端离设计页面2~3cm;储水桶1.2内的水排空,储水桶倍重物6牵引迅速上移,刮泥板机构4迅速从排浮泥槽8.3上浮返回,到达另一端时,双限位顶杆4.3顶住双限位下摆臂4.7,刮泥板机构恢复到起始位置。In the starting position, the scraper is away from the side of the floating mud structure 8, the double-limit ram 4.3 is placed against the double-limit sway arm 4.7, and the double-limit upper arm 4.1 sucks the corresponding magnet directly below, scraping the mud The plate 4.4 rotates counterclockwise, the protruding end of the scraping plate enters below the liquid surface, and when the water storage tank 1.2 moves slowly downward, the traction scraping plate 4.4 scrapes the floating mud to the side of the floating mud structure 8 and approaches the floating mud guiding plate. At 8.1, the scraper 4.4 transports the floating mud to the floating mud guide 8.1, forcing the floating mud to enter the floating mud tank 8.3, while the inclined floating mud guide 8.1 lifts the scraper 4.4, the scraper 4.4 clockwise Rotating, forcing the rotating sleeve 4.5 and the double-limit upper magnetic arm 4.1 to rotate clockwise. When the scraping plate 4.4 is just on the upper side of the floating floating tank, the magnet and the double-line sliding of the other end of the magnetic arm 4.1 on the double limit position The corresponding magnet of the tube is sucked. At this time, the protruding end of the scraping plate is 2~3cm away from the design page; the water in the water storage tank 1.2 is drained, the traction bucket double weight 6 is quickly moved upward, and the scraping board mechanism 4 is quickly discharged from the row. The floating mud tank 8.3 floats back and returns to the other end. The double limit ejector 4.3 withstands the double limit hem arm 4.7, and the scraper mechanism returns to the beginning. Home.
排浮泥结构8包括浮泥导板8.1、排浮泥管8.2和排浮泥槽8.3,排浮泥槽8.3固定在对应的穿孔透水板结构7的排水孔的上方,排浮泥槽8.3的上沿高出二沉池设计液面2~3cm,浮泥导板8.1为斜板,倾斜角度30~45度,一侧在设计液面以下,一侧固定在排浮泥槽8.3上沿上,引导浮泥进入排浮泥槽8.3,浮泥由于 自重经过排浮泥管8.2流出进入储泥池。The floating mud structure 8 comprises a floating mud guiding plate 8.1, a floating floating mud pipe 8.2 and a floating floating mud groove 8.3, and the floating floating mud groove 8.3 is fixed above the drainage hole of the corresponding perforated water-permeable plate structure 7, and is arranged on the floating mud groove 8.3. The liquid surface is designed to be 2~3cm higher than the secondary sedimentation tank, and the floating mud guide 8.1 is inclined. The inclined angle is 30~45 degrees. One side is below the design liquid level, and one side is fixed on the upper side of the floating mud tank 8.3. The floating mud enters the floating mud tank 8.3, and the floating mud flows out into the mud storage tank due to its own weight through the discharge floating mud pipe 8.2.
如图3所示,滑轮组3包括外壁重物侧平轴定滑轮3.1、进水侧立轴定滑轮3.2、出水立轴定滑轮3.3和外壁牵引桶侧平轴定滑轮3.4,其中,进水侧立轴定滑轮3.2、出水立轴定滑轮3.3分别固定在斜立板7.2和第二立板7.5的上方中间位置,以确保牵引绳牵引定轴中心位置,用于将牵引绳控制在池体平面的中心位置,保证牵引绳在轴上的固定点为轴的中心位置;外壁重物侧平轴定滑轮3.1和外壁牵引桶侧平轴定滑轮3.4分别固定于方形池的外壁上且在穿孔透水板结构7的上方,用于牵引刮泥板的来回运动。As shown in FIG. 3, the pulley block 3 includes an outer wall weight side flat shaft fixed pulley 3.1, a water inlet side vertical shaft fixed pulley 3.2, a water outlet vertical shaft fixed pulley 3.3, and an outer wall traction drum side flat shaft fixed pulley 3.4, wherein the water inlet side vertical shaft set The pulley 3.2 and the outlet vertical fixed pulley 3.3 are respectively fixed at an upper middle position of the inclined vertical plate 7.2 and the second vertical plate 7.5 to ensure that the traction rope pulls the fixed shaft center position for controlling the traction rope at the center of the pool body plane. Ensure that the fixed point of the traction rope on the shaft is the center position of the shaft; the outer wall weight side flat shaft fixed pulley 3.1 and the outer wall traction drum side flat shaft fixed pulley 3.4 are respectively fixed on the outer wall of the square pool and in the perforated water permeable plate structure 7 Above, used to pull back and forth of the scraper.
如图7所示,刮泥过程:As shown in Figure 7, the scraping process:
当二沉池有出水时,出水进入储水桶1.2中,储水桶1.2内的液体逐渐增加,当牵引桶机构1一方的重量大于重物6一方的重量时,储水桶1.2牵引刮泥板4.4慢慢地向排浮泥槽8.3一侧移动,接近浮泥槽8.3时,浮泥导板8.1顶起刮泥板4.4,刮泥板4.4抬起,带动双限位上磁臂4.1转动,接近下部磁铁,相吸固定,刮泥过程完成,此时刮泥板4.4处于抬起状态,浮泥被刮入浮泥槽8.3,储水桶1.2的止水球1.3已被顶开,液体快速泄漏到接水斗1.5中,此刻牵引桶机构1一方的牵引力刚好等于重物6一方的牵引力。When the secondary settling tank has water, the effluent enters the water storage tank 1.2, and the liquid in the water storage tank 1.2 gradually increases. When the weight of one side of the traction drum mechanism 1 is greater than the weight of the weight 6 side, the water storage tank 1.2 pulls the scraping board 4.4 slowly. Slowly move to the side of the floating mud tank 8.3, close to the floating mud tank 8.3, the floating mud guide 8.1 jacks up the scraper 4.4, the scraper 4.4 lifts up, drives the double-limit upper magnetic arm 4.1 to rotate, close to the lower magnet The suction is fixed and the scraping process is completed. At this time, the scraper 4.4 is in the raised state, the floating mud is scraped into the floating mud tank 8.3, the water stop ball 1.3 of the water storage tank 1.2 has been opened, and the liquid quickly leaks to the water receiving bucket. In 1.5, at this moment, the traction force of one side of the traction drum mechanism 1 is exactly equal to the traction force of the weight 6 side.
返回过程:Return process:
当止水球1.3被顶开后,牵引桶机构1一方的重量逐渐减少到小于重物6一方的重量时,储水桶1.2已经准备向上运动,此时垂直长杆还是将圆球顶开的状态,液体还在继续快速泄露,储水桶1.2继续快速失去液体的重量直至排空,刮泥板4.4被重物6快速牵引至起始位置附近,当接近斜立板7.2时,固定在二沉池壁上的双限位顶杆4.3顶住双限位下摆臂4.7,双限位下摆臂4.7带动固定在转动套筒4.5上的双限位上磁臂4.1转动,双限位上磁臂4.1的磁铁与下方的磁铁靠近并相吸,定刮泥板4.4下摆,恢复到刮泥状态,返回过程结束。When the water stop ball 1.3 is pushed open, the weight of one side of the traction drum mechanism 1 is gradually reduced to less than the weight of one side of the weight object 6, the water storage tank 1.2 is ready to move upward, and the vertical long rod is still in a state of being opened by the round ball. The liquid continues to leak quickly, and the water storage tank 1.2 continues to lose the weight of the liquid quickly until it is emptied. The scraper 4.4 is quickly pulled by the weight 6 to the vicinity of the starting position, and is fixed to the wall of the second settling wall when approaching the inclined plate 7.2. The double limit apex 4.3 on the upper end of the double limit sway arm 4.7, the double limit sway arm 4.7 drives the double limit on the rotating sleeve 4.5 on the upper arm 4.1, the double limit on the magnetic arm 4.1 Close to and attract the magnet below, set the scraper 4.4 hem, return to the scraping state, and the return process ends.

Claims (7)

  1. 一种方形沉淀池排浮泥装置,其特征在于,包括牵引桶机构(1)、刮泥板机构(4)、牵引重物(6)、穿孔透水板结构(7)和排浮泥结构(8),其中,The utility model relates to a square sedimentation tank row floating mud device, which comprises a traction barrel mechanism (1), a scraping board mechanism (4), a traction weight (6), a perforated water permeable board structure (7) and a row floating mud structure ( 8), among them,
    所述穿孔透水板结构(7)环绕设置于方形沉淀池的内壁,穿孔透水板结构(7)的下部均匀设置有排水孔(7.1);The perforated water permeable plate structure (7) is disposed around the inner wall of the square sedimentation tank, and the lower portion of the perforated water permeable plate structure (7) is uniformly provided with a drainage hole (7.1);
    所述刮泥板机构(4)横跨于所述穿孔排水板的上方;The scraper mechanism (4) spans above the perforated drainage panel;
    所述滑轮组(3)分别设置于方形沉淀池的两侧,所述牵引桶机构(1)与牵引绳A(2)连接并穿过一侧的滑轮组(3)后与刮泥板机构相连;The pulley block (3) is respectively disposed on two sides of the square sedimentation tank, and the traction drum mechanism (1) is connected with the traction rope A (2) and passes through the pulley block (3) on one side and is connected to the scraper mechanism;
    所述刮泥板机构(4)固定连接牵引绳B(5)并通过牵引绳B(5)穿过另一侧的滑轮组(3)与牵引重物(6)相连,从而使所述牵引桶机构(1)和牵引重物(6)分别设置于方形沉淀池的两侧;The scraper mechanism (4) is fixedly connected to the traction rope B (5) and connected to the traction weight (6) through the pulley group (3) of the other side through the traction rope B (5), thereby making the traction drum The mechanism (1) and the traction weight (6) are respectively disposed on both sides of the square sedimentation tank;
    所述排浮泥结构(8)设置于穿孔透水板结构(7)靠近牵引桶机构(1)侧,二沉池的出水流入所述牵引桶机构(1),且当牵引桶机构(1)侧重量大于牵引重物(6)时,牵引通机构(1)中的出水将排出牵引桶机构(1),从而实现刮泥板机构(4)的来回移动,并将浮泥刮入排浮泥结构(8),沉淀上清液通过穿孔透水板结构(7)在液面以下的排水孔(7.1)流出。The row of floating mud structure (8) is disposed on the perforated water permeable plate structure (7) near the side of the traction drum mechanism (1), and the outlet water of the secondary settling tank flows into the traction drum mechanism (1), and when the traction drum mechanism (1) When the side weight is greater than the traction weight (6), the water in the traction through mechanism (1) will discharge the traction barrel mechanism (1), thereby moving the scraping mechanism (4) back and forth, and scraping the floating mud into the row. The mud structure (8), the sediment supernatant flows out through the perforated permeable plate structure (7) in the drainage hole (7.1) below the liquid level.
  2. 根据权利要求1所述的方形沉淀池排浮泥装置,其特征在于,所述的牵引桶机构(1)由盘旋水管(1.1)、储水桶(1.2)、止水球(1.3)、顶杆(1.4)、接水斗(1.5)、排水管(1.6)组成;所述盘旋水管(1.1)一端与储水桶(1.2)的上部连接,另一端延伸至穿孔透水板结构(7)的底部,二沉池的出水通过所述盘旋水管(1.1)流入到储水桶(1.2)中;所述储水桶的底部为锥形底,锥形底部设置有圆孔,止水球(1.3)的直径大于圆孔的直径并覆盖于圆孔的上方;所述接水斗(1.5)设置于储水桶的下方,排水管(1.6)与接水斗(1.5)相互连通并设置于接水斗(1.5)的下方;所述顶杆(1.4)设置于接水斗(1.5)底部的中间且与储水桶(1.2)底部的圆孔正对;二沉池的出水通过盘旋水管(1.1)流入到储水桶(1.2)中,当储水桶(1.2)一侧重量大于牵引重物(6)时,储水桶(1.2)慢慢往下移动,直至顶杆(1.4)将止水球(1.3)顶开,储水桶(1.2)内的水迅速排入到接水斗(1.5)中,通过排水管(1.6)排入污水处理工艺前端的调节池中,储水桶(1.2)迅速往上移动,实现刮泥板慢速刮泥快速返回到起始位置的动作,储水桶(1.2)上下移动频率取决于盘旋水管(1.1)的流量。The square sedimentation tank row floating mud device according to claim 1, wherein the traction drum mechanism (1) comprises a spiral water pipe (1.1), a water storage tank (1.2), a water stop ball (1.3), and a ejector rod ( 1.4), the water receiving bucket (1.5), the drain pipe (1.6); the coiled water pipe (1.1) one end is connected with the upper part of the water storage tank (1.2), and the other end extends to the bottom of the perforated water permeable plate structure (7), The effluent of the sinking tank flows into the water storage tank (1.2) through the spiral water pipe (1.1); the bottom of the water storage tank is a conical bottom, and the bottom of the conical water is provided with a circular hole, and the diameter of the water stopping ball (1.3) is larger than the circular hole The diameter is covered above the circular hole; the water receiving bucket (1.5) is disposed below the water storage bucket, and the drain pipe (1.6) and the water receiving bucket (1.5) communicate with each other and are disposed below the water receiving bucket (1.5) The ejector rod (1.4) is disposed in the middle of the bottom of the water receiving bucket (1.5) and is opposite to the circular hole at the bottom of the water storage tank (1.2); the effluent water of the secondary sedimentation tank flows into the water storage tank through the spiral water pipe (1.1) (1.2) In the case where the weight of the water storage tank (1.2) is greater than the weight of the traction (6), the water storage tank (1.2) slowly moves downward until the ejector pin (1.4) pushes the water stop ball (1.3) upwards and the water storage bucket ( 1. 2) The water inside is quickly discharged into the water receiving bucket (1.5), discharged into the regulating tank at the front end of the sewage treatment process through the drain pipe (1.6), and the water storage tank (1.2) moves up quickly to realize the slow speed of the scraping board. The action of the scraper quickly returning to the starting position, the frequency of the up and down movement of the bucket (1.2) depends on the flow of the coiled water pipe (1.1).
  3. 根据权利要求2所述的方形沉淀池排浮泥装置,其特征在于,所述排水管(1.6)与接水斗(1.5)之间由法兰连接,顶杆(1.4)在接水漏斗(1.5)中间,四周是法兰螺丝圆孔。The square sedimentation tank row floating mud device according to claim 2, wherein the drain pipe (1.6) and the water receiving bucket (1.5) are connected by a flange, and the top rod (1.4) is connected to the water receiving funnel ( 1.5) In the middle, surrounded by flange screw holes.
  4. 根据权利要求1所述的方形沉淀池排浮泥装置,其特征在于,所述穿孔透水板结构(7)包括斜立板(7.2)、第一立板(7.3)、第一立板导轨(7.4)、第二立板(7.5)、第三立板(7.6)和第三立板导轨(7.7),其中斜立板(7.2)、第一立板(7.3)、第二立板(7.5)、第三立板(7.6)依次环绕方形沉淀池的内壁并由水平方向的平板与方形沉淀池的池壁固定相连,在每块立板的下部设置有均匀分布的排水孔(7.1),直径为6~10mm,在第一立板(7.3)和第三立板(7.6)上方分别固定有第一立板导轨(7.4)和第三立板导轨(7.7),导轨均为方形,利于承重和便于刮泥板机构(4)移动;The square sedimentation tank row floating device according to claim 1, wherein the perforated water permeable plate structure (7) comprises a slanting vertical plate (7.2), a first vertical plate (7.3), and a first vertical plate guide ( 7.4), second vertical plate (7.5), third vertical plate (7.6) and third vertical plate guide (7.7), wherein inclined plate (7.2), first vertical plate (7.3), second vertical plate (7.5) The third vertical plate (7.6) sequentially surrounds the inner wall of the square sedimentation tank and is fixedly connected by the horizontal plate to the pool wall of the square sedimentation tank, and a uniformly distributed drainage hole (7.1) is arranged at the lower part of each vertical plate. The diameter is 6-10 mm, and the first vertical plate guide rail (7.4) and the third vertical plate guide rail (7.7) are respectively fixed on the first vertical plate (7.3) and the third vertical plate (7.6), and the guide rails are square, which is favorable for Load-bearing and easy to move the scraper mechanism (4);
    所述的刮泥板机构(4)包括双限位上磁臂(4.1)、双线行滑筒(4.2)、双限位顶杆(4.3)、刮泥板(4.4)、转动套筒(4.5)、定轴(4.6)和双限位下摆臂(4.7),其中:The scraper mechanism (4) comprises a double-limit upper magnetic arm (4.1), a double-line sliding cylinder (4.2), a double-limit ram (4.3), a scraper (4.4), and a rotating sleeve ( 4.5), fixed axis (4.6) and double limit hem arm (4.7), where:
    所述双线行滑筒(4.2)包括两个,为方形,分别套在第一立板导轨(7.4)和第三立板导轨(7.7)上,两个双线行滑筒(4.2)之间由定轴(4.6)固定连接,转动套筒(4.5)套在定轴(4.6)上,转动套筒(4.5)两端分别固定有双限位下摆臂(4.7)和双限位上磁臂(4.1),转动套筒(4.5)的中间设置有刮泥板(4.4),双限位顶杆(4.6)固定在池壁上并通过刮泥板(4.4)表面设置的穿孔穿过刮泥板(4.4),所述双限位上磁臂(4.1)为异形T型结构,在T型结构的两端分别设置有磁铁,同时在双线行滑筒的对应位置也设置有极性相反的磁铁;The two-line row slide (4.2) comprises two squares, which are respectively sleeved on the first vertical rail (7.4) and the third vertical rail (7.7), and two double-line sliding cylinders (4.2) The fixed shaft (4.6) is fixedly connected, and the rotating sleeve (4.5) is sleeved on the fixed shaft (4.6). The two ends of the rotating sleeve (4.5) are respectively fixed with a double-limit lower swing arm (4.7) and a double-limit upper magnetic field. In the middle of the arm (4.1), the rotating sleeve (4.5) is provided with a scraper (4.4), and the double-limiting ram (4.6) is fixed on the wall of the tank and passes through the piercing provided by the surface of the scraper (4.4). The mud board (4.4), the double-limit upper magnetic arm (4.1) is a special-shaped T-shaped structure, and magnets are respectively disposed at two ends of the T-shaped structure, and polarities are also set at corresponding positions of the double-line sliding cylinders. Opposite magnet
    在起始位置,刮泥板在远离排浮泥结构(8)一侧,双限位顶杆(4.3)顶住双限位下摆臂(4.7),双限位上磁臂(4.1)吸住正下方对应的磁铁,刮泥板(4.4)逆时针转动,刮泥板伸出端进入液面以下,储水桶(1.2)慢慢往下移动时,牵引刮泥板(4.4)将浮泥往排浮泥结构(8)一侧刮送,接近浮泥导板(8.1)时,刮泥板(4.4)将浮泥输送到浮泥导板(8.1)上,迫使浮泥进入排浮泥槽(8.3),同时倾斜向上的浮泥导板(8.1)将刮泥板(4.4)抬起,刮泥板(4.4)顺时针转动,迫使转动套筒(4.5)和双限位上磁臂(4.1)顺时针转动,在刮泥板(4.4)刚好在排浮泥槽上沿时,双限位上磁臂(4.1)另一头的磁铁与双线行滑筒对应 的磁铁相吸,此时刮泥板伸出端离设计页面2~3cm;储水桶(1.2)内的水排空,储水桶倍重物(6)牵引迅速上移,刮泥板机构(4)迅速从排浮泥槽(8.3)上浮返回,到达另一端时,双限位顶杆(4.3)顶住双限位下摆臂(4.7),刮泥板机构恢复到起始位置。In the starting position, the scraper is away from the side of the floating mud structure (8), the double limit ram (4.3) is placed against the double limit sway arm (4.7), and the double limit upper magnetic arm (4.1) is sucked. Directly below the corresponding magnet, the scraper (4.4) rotates counterclockwise, the protruding end of the scraper enters below the liquid level, and when the water storage tank (1.2) moves slowly downward, the traction scraper (4.4) will float the mud The floating mud structure (8) is scraped on one side. When it is close to the floating mud guide (8.1), the scraper (4.4) transports the floating mud to the floating mud guide (8.1), forcing the floating mud to enter the floating mud tank (8.3). ), while the upwardly inclined floating mud guide (8.1) lifts the scraper (4.4), the scraper (4.4) rotates clockwise, forcing the rotating sleeve (4.5) and the double-limit upper arm (4.1) When the needle is rotated, when the scraper (4.4) is just above the floating mud tank, the magnet on the other end of the double-limit upper magnetic arm (4.1) is sucked by the magnet corresponding to the double-line slide, and the scraper is at this time. The protruding end is 2~3cm away from the design page; the water in the water storage tank (1.2) is drained, the storage bucket double weight (6) traction moves up quickly, and the scraping board mechanism (4) quickly removes the floating mud tank (8.3) Returning up and returning to the other end, the double limit ejector (4.3) withstands the double limit Lower arm (4.7), the scraper mechanism returns to the starting position.
  5. 根据权利要求1所述的方形沉淀池排浮泥装置,其特征在于,所述的排浮泥结构(8)包括浮泥导板(8.1)、排浮泥管(8.2)和排浮泥槽(8.3),所述排浮泥槽(8.3)固定在对应的穿孔透水板结构(7)的排水孔的上方,排浮泥槽(8.3)的上沿高出二沉池设计液面2~3cm,浮泥导板(8.1)为斜板,一侧在设计液面以下,一侧固定在排浮泥槽(8.3)上沿上,引导浮泥进入排浮泥槽(8.3),浮泥由于自重经过排浮泥管(8.2)流出进入储泥池。The square sedimentation tank row floating mud device according to claim 1, wherein the row of floating mud structure (8) comprises a floating mud guide plate (8.1), a discharge floating mud pipe (8.2) and a discharge floating mud tank ( 8.3), the row of floating mud tanks (8.3) is fixed above the drainage holes of the corresponding perforated water permeable plate structure (7), and the upper edge of the floating mud tank (8.3) is 2 to 3 cm above the design level of the secondary sedimentation tank. The floating mud guide (8.1) is a sloping plate, one side is below the design liquid level, and one side is fixed on the upper edge of the floating mud tank (8.3), guiding the floating mud into the floating mud tank (8.3), the floating mud due to its own weight After flowing out of the mud pipe (8.2), it flows out into the mud pool.
  6. 根据权利要求5所述的方形沉淀池排浮泥装置,其特征在于,所述浮泥导板(8.1)的倾斜角度30~45度。The square sedimentation tank row floating mud device according to claim 5, characterized in that the floating mud guide (8.1) has an inclination angle of 30 to 45 degrees.
  7. 根据权利要求1所述的方形沉淀池排浮泥装置,其特征在于,所述的滑轮组(3)包括外壁重物侧平轴定滑轮(3.1)、进水侧立轴定滑轮(3.2)、出水立轴定滑轮(3.3)和外壁牵引桶侧平轴定滑轮(3.4),其中,进水侧立轴定滑轮(3.2)、出水立轴定滑轮(3.3)分别固定在斜立板(7.2)和第二立板(7.5)的上方中间位置,以确保牵引绳牵引定轴中心位置,用于将牵引绳控制在池体平面的中心位置,保证牵引绳在轴上的固定点为轴的中心位置;外壁重物侧平轴定滑轮(3.1)和外壁牵引桶侧平轴定滑轮(3.4)分别固定于方形池的外壁上且在穿孔透水板结构(7)的上方,用于牵引刮泥板的来回运动。The square sedimentation tank row floating mud device according to claim 1, wherein the pulley block (3) comprises an outer wall weight side flat shaft fixed pulley (3.1), a water inlet side vertical shaft fixed pulley (3.2), and a water outlet. The vertical shaft fixed pulley (3.3) and the outer wall traction drum side flat shaft fixed pulley (3.4), wherein the water inlet side vertical shaft fixed pulley (3.2) and the water outlet vertical shaft fixed pulley (3.3) are respectively fixed on the inclined vertical board (7.2) and the second The upper middle position of the vertical plate (7.5) to ensure that the traction rope pulls the center position of the fixed shaft, and is used to control the traction rope at the center position of the plane of the pool body, ensuring that the fixed point of the traction rope on the shaft is the center position of the shaft; the outer wall The weight side flat shaft fixed pulley (3.1) and the outer wall traction barrel side flat shaft fixed pulley (3.4) are respectively fixed on the outer wall of the square pool and above the perforated water permeable plate structure (7) for pulling the scraping board back and forth motion.
PCT/CN2018/114471 2018-05-11 2018-11-08 Floating sludge discharge device for square sedimentation tank WO2019214195A1 (en)

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